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• <br />• <br />• <br />Hydrology Calculations for Design Storms (SEDCAD4) <br />Runoff estimates were calculated for three scenarios <br />• A two times a single 10-yr/24 hr Storm during Operations to determine the size of <br />ponds and the expected volume and flow rates during operations. <br />• A single 100-year/24 hr. Storm during operations to determine the design flow <br />capacity of channels and spillways <br />• A two times a single 10-yr/24 hr Storm after Reclamation to demonstrate the change <br />in flow and volume after closure. <br />Client:CC&V Gold Mining Co. <br />Title: Storm Water Management, MLE <br />4/11 /08 <br />Page 6 <br />